Baou River and its tributaries are theSafranin In Vivo well-known reservoirs of exploited water (Figure 1). The age ofof the tributaries are the well-known reservoirs of exploited water (Figure 1). The age the hydrographic network is immediately after the finished-Miocene phase that led for the the formation of hydrographic network is right after the finished-Miocene phase that led to formation of longitudinal folds (N-70). longitudinal folds (N-70).Water 2021, 13, x FOR PEER Review Water 2021, 13,5 of 5 of 22The construction from the dam inside the municipality of Beni A si in the A si River began The building with the dam inside the municipality of Beni A si inside the A si River started in 1994 and was completed in 2001. It truly is an earth dam 94 m higher and 515 m extended. The in 1994 and was completed in 2001. It is an earth dam 94 m higher and 515 m lengthy. The rainfall rainfall distribution more than the Sebaou River basin (Figure 2a) indicates that the observed distribution over the Sebaou River basin (Figure 2a) indicates that the observed interannual interannual rainfall averages (1972010) ranged among 700 and 1200 mm with coeffirainfall averages (1972010) ranged involving 700 and 1200 mm with SC-19220 manufacturer coefficient of variation cient of variation involving 0.20 and 0.33 (Figure 2b). amongst 0.20 and 0.33 (Figure 2b).Figure 2. Spatial analysis of (a) the average intra-annual rainfall (b) (b) coefficient of variation in between 1972010 for Figure 2. Spatial analysis of (a) the average intra-annual rainfall andand coefficient of variation between 1972010 for the the study location. study area.The databases used in the analysis had been obtained from the Algerian National Agency The databases applied in the evaluation had been obtained from the Algerian National Agency of Water Resources (ANRH) along with the particulars concerning the stations are presented in Table 1. of Water Sources (ANRH) plus the particulars concerning the stations are presented in Table 1. In Additionally, long-term rainfall time series have been employed inside the univariate evaluation. Figure 3 addition, long-term rainfall time seriesrainfall and streamflow in the A si Figuresub-basin represent the everyday time series of were utilized inside the univariate analysis. River 3 represent the every day time series of rainfallas shown in Figure two and Table 1. sub-basin (1985(1985010), whose code is 02-17, and streamflow within the A si River 2010), whose code is 02-17, as shown in Figure 2 and Table 1.Table 1. Rainfall and runoff stations, and sub-basins studied within the cross evaluation. Table 1. Rainfall and runoff stations, and sub-basins studied inside the cross evaluation. Rainfall Runoff Sub-Basin/ANRH Location from the River Names Rainfall Runoff Sub-Basin/ANRH Region of your in ha Station/ANRH ID Station/ANRH ID Code Sub-Basin Sub-Study PeriodsStation/ANRH ID Station/ANRH ID Ait Aicha Boubhir 02-15-09 02-15-13 Ait Aicha Boubhir Fr a Fr a 02-15-09 02-15-13 02-16-03 02-16-05 Fr a Fr a Benni Yenni RN 30 02-16-03 02-16-05 02-17-12 02-17-15 Benni Yenni RNBelloua 30 Tizi Ouzou 02-18-10 02-18-03 02-17-12 02-17-15 DEM RN Tizi Ouzou Belloua 25 02-19-02 02-19-09 02-18-10 02-18-03 Baghlia Baghlia DEM RN02-20-01 25 02-20-02 02-19-02 02-19-09 Baghlia Baghlia 02-20-02 02-20-River NamesBoubhirBoubhirDisDis A siSebaou A siSebaouBoughdoura SebaouBoughdoura SebaouAcifCode N’boubhir 02-15 Acif N’boubhir Sebaou Rabta 02-15 02-16 Sebaou Rabta A si 02-16 02-17 A si Sebaou Sebt 02-18 02-17 Boughdoura Sebaou Sebt 02-19 02-18 Sebaou Maritime Boughdoura 02-basin in ha53,Study Periods198753,43,1987198743,330 47,30,630 47,1987002 19851987998 198530,.
